Flexible slope protection geocell is an economic

convenient and eco-friendly technique; and it is increasingly used in practical projects. However

geocell is sensitive to the ambient environment; and it might lose its stability due to rainfall infiltration. In this paper

the shear failure behavior of the geocell system under rainfall infiltration is analyzed. By adopting the limit equilibrium method

a slope stability analysis model is established; and the influences of soil moisture content

slope angle

rivet space

slope length

slope wash and geocell depth on stability are analyzed. The research result would provide technical support for the design and stability analysis of flexible slope protection geocell system.